The URL can be used to link to this page

Home My WebLink About20171454 Ver 1_17BP 3 R 53_Sampson_BR148_permit_drawings_2011109_20171109I II�;h�N�ly North Carolina Department of Transportation ��—� /"` \ btOYYY1W�lt�1" ' �,j „,,.,,,,,, Highway Stormwater Program � � STORMWATER MANAGEMENT PLAN �=^%' (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.3.R.53 County(ies): Sampson Page 1 of 1 General Project Information WBS Element: TIP Number: 17BP.3.R.53 Project Type: Bridge Replacement Date: 12/22/2016 NCDOT Contact: Robert T. Turnbull, Environmental Services, Inc. Contractor / Designer: HNTB North Carolina, P.C. / James A. Byrd, PE Address: 4901 Trademark Dr. Address: 343 E. Six Forks Road Raleigh, NC 27610 Suite 200 Ralei h, NC 27609 Phone: 919 212-1760 Phone: 919 424-0437 Email: rturnbull esinc.cc Email: 'ab rd hntb.com Cit ITown: Salemburg Count ies : Sam son River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.09 Surrounding Land Use: Rural Residental and Agriculture Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.3 ac. Typical Cross Section Description: 2- 11' asphalt paved lanes with 2' paved shoulders, 6' grass shoulders. Roadway 2- 10' asphalt paved lanes with grass shoulders. Wetlands are present in the transitions from super to normal crown as you progress down the alignment. Also southeast quadrent of the project and a non-jurisditional pond is present in the relocated soil drive to -L- 19+71.75 from 19+25 on the right. northwest quadrent of the project. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 700 Year: 2032 Existing: 350 Year: 2012 General Project Narrative: State project 17BP.3.R.53 involves the replacement of Sampson County Bridge # 810148 on SR 1434 (Huntley School Rd.) over Mill Swamp. The existing bridge consists of 1 (Description of Minimization of Water @ 17' - 9" and 1@ 17' - 7" Reforced concrete deck on timber joists and timber piles and is to be replaced with a 1@ 40' - 0" and 1@ 45'-0", 21" cored slab bridge (85' total Quality Impacts) length, 33' total width) at the same location. The proposed bridge does not contain deck drains, all storm water from the bridge and approaches will be collected by a storm drainage system and discharged into a Class "B" rip-rap pad at -L- 19+36 on the right. There are no proposed ditches on this project. Waterbody Information Surface Water Body (1): Mill Swamp NCDWR Stream Index No.: 18-68-1-17-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � � m BEGIN TIP / I ` � -�- � `�- �= J- �� J.J I, 1 Y I I I -' �f I I- ECT I7BP.3.R.53 �/�/ETLAN D& STREAlV1 II �\PACTS HNTB NORTH CAROLINA, P.C. PROJECT REFERENCE NO. SHEET NO. +9�.�� G�INTB 3aa e. six Forks Road, suite 200 17Bp.3.R.53 4 Raleigh, North Carolina 27609 NC License No: C-1554 RNJ SHEETNO. FLOATING ROADWAY DESIGN HYDRAULICS MECHANIZED CLEARING IN WETLANDS = 0.01 Ac /427 SF TURBIDITY RiP-RAP A7 en�anNKMeNi ENGINEER ENGINEER SEE DETAIL 1 FILL IN WETLANDS = a0.01 Ac/188 SF BEGIN / END SAFE7Y FENCE IMPACTS W SURFACE WATER = 0 LF CURTAIN L- STA.20+58 �Ul TEMPORARY IMPACTS IN SURFACE WATER = 0 LF -L- STA l9f%1.7J� _ ,- W� -ncrii- STA IO+OOAO �S BEGIN / END SAFE7Y FENCE y lirr_� -L- STA15+82 !U) � � � � � � ' �i � � �, � �� {- � � � � , � � � � � � � 1" { � Y � � yI,� -;-, _ � ---��-- � � � :�� -�' � P � .. EV`/ �.�__ ' � � -_ � _ — r � F �.. _ �� PUE --- --- — . . BEGIN / END AFETY FENCE - E� �-L- rAl5+B4lRTJ � TLE BARRIER � " 9 ,�s� � /j)5� � NIPMP � W3 _""' / kIP-RAP !�''". 15" RCP-IV � DB �343 PG 917 / %� CLASS'B' RIP-RAP � MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF '��' / EMBnNKrnENT FILL IN WETLANDS = 0.0 Ac /0 SF O �s,� SEE DETAIL �= "�5�� esi.l ioNs � IMPACTS IN SURFACE WATER = 0 LF .�'^� � esi. 5 SVGF �/ TEMPORARY IMPACTS IN SURFACE WATER = 0 LF ,.. �S� �� F � SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT � �� a \ BEGIN APPROACH SLAB NOT TO SCaLE \ S\ -L- POT $TA 18+15.94 � i O � > � -L- � il END RfDGE -L-' OT STA 19+14.19 j5 9„i END APP OR ACH -L- POT STA 19+ 150 140 130 120 110 BM#1 - SPIKE IN 24" PINE -L- STA 22 + 66.31, 32.86' LT ELEV. = 129.01' � MATERIAL TO BE REMOVED BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 600 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 127A FT BASE DISCHARGE = 900 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 1279 FT OVERTOPP/NG DISCHARGE _ 1300l+) CFS OVERTOPPING FREQUENCY= )500(+J YRS OVERTOPPING ELEVATION = 130.50 FT DATE OF SURVEY = 07-2/—l6 WS.ELEVATION AT DATE OF SURVEY =�2353 FT 14+00 15+00 � O �jjr. \\ HEATHER PETERSONTMATS� EWS ti�� DB Ri0 PG 654 \ DETAIL 1 DETAIL 2 RIP RAP AT EMBANKMENT BANK STABILIZATION (No�to Scalel (Na�to Scale� Tap ofBank 5'm'in. SFT (min� � �-5-� BencF � � 0'mi� 2,0' Proposed �� Eleva�ion Ground Line ,sFr — sraam --`� GEOTEX�ILE� � Bed Geofex�le `Graund Type ofL'iner Class'I'R'p Rop ��e Type of Liner— 50 TONS, CL'll' R'i�Rop Geo�extile= 90 s FROM -L- STA. 18 I 92 TO STA. 19 i Ol FROM -L- STA. 19 � 90 TO STA. 20+12 LT ELEV. = 133.90 — PI = 17+00.00 EL = 131.65' VC = 220' K = 137 V = 60 MPH (-)Z.0455% 16+00 MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF Ci.45S'i' eiP-anv.��"� FILL IN WETLANDS = 0.0 Ac/0 SF e5i.5 iONS -'� IMPACTS IN SURFACE WATER = 55 LF e57,i�S.,Sv�F TEMPORARY IMPACTS IN SURFACE WATER = 23 LF ---� END TIP PRO ECT 17BP.3.R.53 � -j5 -L- POT STA 20 + 50.00 � � o-� DOCUMENT NOT CONSIDERED FINAL � ��..: . "'J �-� �� '-P- UNLESSALLSIGNATURESCOMPLETED �� — � - -- - ------- � I � - �. _ r. .__.. _ � F - . �_ _ � F '�O1� BEGIN / END SAFETY F£NCE v�A . DRAIN POND PRIORrazi+i3 rRn - yq TO CONSTRUCTION O �O% OLEfi�NQ � LATTIF ' "THEW �,JF' ' '�' ' DENOTES MECHANIZED CLEARING � DENOTES FILL IN WETLAND W4 DENOTES IMPACTS IN MECHANIZED GLEARING IN WETLANDS = 0.0 Ac /0 SF SURFACE WATER FILL IN WETLANDS = 0.0 Ac /0 SF IMPACTS IN SURFACE WATER = 29 LF � DENOTES TEnnPORnRY TEMPORARY IMPACTS IN SURFACE WATER = 0 LF IMPACTS iN SURFACE WATER -ORVI- POC STA 11+40.00 -L- ST � � � ELEV. w� __. ._ p� _ SIJRVEY 07-21-16 EL VG K= V= (-)0. 345% - o- _, � 30" RCF 17+00 18+00 t 19+00 20+00 21+00 22+00 10+00 11+00 12+00 150 140 130 �2� 110 100 90 80 Z O � w � � � � m BEGIN TIP � � �� "- _� � i � -i ..,� � �/ � `I,' � � �J.J ECT I7BP.3.R.53 �/�/ETLAN D& STREAlV1 II �\PACTS HNTB NORTH CAROLINA, P.C. PROJECT REFERENCE NO. SHEET NO. +9�.�� G�INTB 3aa e. six Forks Road, suite 200 17Bp.3.R.53 4 Raleigh, North Carolina 27609 NC License No: C-1554 RNJ SHEETNO. FLOATING ROADWAY DESIGN HYDRAULICS MECHANIZED CLEARING IN WETLANDS = 0.01 Ac /427 SF TURBIDITY RiP-RAP A7 en�snNKmeNi ENGINEER ENGINEER SEE DETAIL 1 FILL IN WETLANDS = a0.01 Ac/188 SF BEGIN / ENO SAFE7Y FENCE IMPACTS W SURFACE WATER = 0 LF CURTAIN -L- STA.20+58 �Ul �, TEMPORARY IMPACTS IN SURFACE WATER = 0 LF -L- STA 19+�I.�J� = W� � —DRVI— STA IO+OOAO j5 BEGIN / END SAFETY FENCE ��,, ext,nvaiic�rv prr_� ..�' �.�I,- � 'L- STA15+82 lLTI ... i - .... � � � .,. ��.� _�, _ ; Y � � � ,- � Y � � � � . � � �, � `� � �� ,. � �� , — � � �� ' � �Y � �- ,'e y �, , � a� ,t � � - �-- p � � � �_ � �� -- ' .. - - '_.-_ EW w�-�__ ' � � "� �_ _ r , _ � _ — � �� r � F �\ PUE— --- - - — - �. BEGIN / END�S?FETY FENCE -' � / E -L- 5rAlS+B4 lRTI � 7LE BARRIER� 9 �15� - j �S WPMP ,. W3 '. / RIP RAP '� '�� 15" RCP-IV MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF � _�G 9i7 EMBANKMENT .�S. CLASS'B' RIP RAP FILL IN WETLANDS = 0.0 Ac /0 SF �� O .� � SEE oeini�,1- e5i.5 �GF IMPACTS IN SURFACE WATER = 0 LF =" TEMPORARY IMPACTS IN SURFACE WATER = 0 LF j� /� /�S SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT -\� NOT TO SCALE ' ` s �� / � 1 / \S �_ BEGIN APPROACH SLAB � \, - - � O -L- POT $TA 18+15.94 - - � BEGIN BRIDGE _ eli_�_ \ roei��' � � _ _ .81 . �� zL_ . _. � _ , � - -' LATTIE E TTHEWS Jft. '�� E` �\ _ HEATHER F �N MAT�HEWS � `� � � �� --- - � . 1 -L- � DETAIL 1 DETAIL 2 RIP RAP AT EMBANKMENT BANK STABILIZATION � /, � (No�to Scalel (Na�to Scale� Tap ofBank \ j 5'm'in- SFT (min� � �-5'� �_ J � END R�DGE � a��, �i.o-m��. s.o� a.oaosed ' -L-' OT STA 19+14.19 � E� �� '°""' `"e ,.sFT � S `-- �5 , GEOTEX�ILE� � `S Bad Geofex�'le �E:stn / Graund � .! Type ofL'iner Class'I'R'p Rop ��e „i �� END APPrc�ACH $LAB rvPe oru�e.- sa roes�i:iie��R��so°" . -�- P�T $T'0' �9+25.�� FROM -L- STA. 18 I 92 TO STA. 19 i Ol FROM -L- STA. 19 � 90 TO STA. 20+12 LT 150 140 130 120 110 BM#1 — SPIKE IN 24" PINE —L— STA 22 + 66.31, 32.86' LT ELEV. = 129.01' � MATERIAL TO BE REMOVED BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 600 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 127A FT BASE DISCHARGE = 900 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 1279 FT OVERTOPP/NG DISCHARGE _ 1300l+) CFS OVERTOPPING FREQUENCY= )500(+J YRS OVERTOPPING ELEVATION = 130.50 FT DATE OF SURVEY = 07-2/—l6 WS.ELEVATION AT DATE OF SURVEY =�2353 FT 14+00 15+00 ELEV. = 133.90 — PI = 17+00.00 EL = 131.65' VC = 220' K = 137 V = 60 MPH (—)Z.0455% 16+00 - L- w< __. ._ SIJRVEY 07-21-16 17+00 18+00 t 19+00 MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF Cu+SS'r aiP-kar �� FILL IN WETLANDS = 0.0 Ac/0 SF e5T.5 rONS -' -� IMPACTS IN SURFACE WATER = 55 LF EST. i�5. SyGp TEMPORARY IMPACTS IN SURFACE WATER = 23 LF --5--- -- END TIP PRO ECT 17BP.3.R.53 <- � �%'s � � � —L— POT STA 20 + 50.00 > - - ... - -- - - - ----------- MV „ � � I-�� ` - ------ - - - ---- ,. � .__.. ..... ,.. � � F,� --.__ .----- - - F _ - - \ /� -- � - —_.__ _ --_._ _ _ � � BEGIN / END SAFETY FENCE DRAIN POND PRIORrAz�+�3 �R71 �-� TO CONSTRUCTION // - � � ,, _ O / � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \ LEGEND I ATTI� "HFWS_.IR. ' � ' '�' ' DENOTES MECHANIZED CLEARING � DENOTES FILL IN WETLAND W4 DENOTES IMPACTS IN MECHANIZED GLEARING IN WETLANDS = 0.0 Ac /0 SF SURFACE WATER FILL IN WETLANDS = 0.0 Ac /0 SF IMPACTS IN SURFACE WATER = 29 LF � DENOTES TEnnPORnRY TEMPORARY IMPACTS IN SURFACE WATER = 0 LF IMPACTS iN SURFACE WATER END CONSTRUCTION —DRVI— POC STA I1+40.00 ' —_�__ _ -- ,,d� � , — — ' �-E6L-' -___\ . � '___- ��` _ � � ELEV. PI = EL VG K= V= 30" RCF 20+00 21+00 22+00 10+00 11+00 12+00 150 140 130 �2� 110 100 90 80 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Bank No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Stabilization (ac) (ac) (ac) (ac) (ac) (ac) (ac) (�f) (If) (If) 1 -L- STA. 17+28 TO STA. 20+12 21" CORED SLAB BRIDGE <0.01 0.00 0.00 0.01 0 0 <0.01 0 0 84 TOTALS: <0.01 0.00 0.00 0.01 0 0 <0.01 0 0 84 NOTES: Permanet Fill in Wetlands: 188 sq. ft. Mechanized Clearing in Wetlands: 427 sq. ft.